System and method for non-destructive, in-situ, positive material identification of a pipe

ABSTRACT

A system and method for non-destructive, in situ, positive material identification of a pipe selects a plurality of test areas that are separated axially and circumferentially from one another and then polishes a portion of each test area. Within each polished area, a non-destructive test device is used to collect mechanical property data and another non-destructive test device is used to collect chemical property data. An overall mean for the mechanical property data, and for the chemical property data, is calculated using at least two data collection runs. The means are compared to a known material standard to determine, at a high level of confidence, ultimate yield strength and ultimate tensile strength within +/−10%, a carbon percentage within +/−25%, and a manganese percentage within +/−20% of a known material standard.

CROSS-REFERENCE TO CO-PENDING APPLICATIONS

The present application is a continuation application of U.S. patent application Ser. No. 14/565,206, filed on Dec. 9, 2014, which claims priority to U.S. Provisional Application No. 62/017,964, filed Jun. 27, 2014, which are incorporated herein by reference.

BACKGROUND OF THE INVENTION

This invention relates generally to systems and methods used to identify and track the material used for each pipe of a pipeline. More specifically, the invention relates to non-destructive, on-site (in situ) systems and methods used to identify the material characteristics of the pipe.

Federal regulations require pipeline operators to identify and track the material used for each pipe which makes up their respective pipelines. The only way of doing this with any degree of certainty is to tap into the pipe and send the resulting coupon to a lab for analysis. The coupon is machined to ASTM standard specification and then pull-tested until yield (i.e., material memory is lost, coupon is elongated and cannot return to original size) and then beyond yield until failure occurs to determine tensile strength (see ASTM E8 tensile testing method). The current method is time consuming, costly, damages the pipe (which then must be repaired or fitted with a closure fitting), and is limited in that each pipe of the pipeline cannot be tested. Not only is there no non-destructive material identification system or method available, operators expect future regulations to require more precise material identification methods and shorter timelines for producing that material identification.

SUMMARY OF THE INVENTION

A system for non-destructive, in situ, positive material identification of a pipe, the pipe being part of a pipeline, the system including:

-   -   means for identifying an appropriate test area on a surface of a         pipe;     -   non-destructive means for collecting mechanical property data         from the test area;     -   non-destructive means for collecting chemical property data from         the test area;     -   means for analyzing the collected mechanical and chemical         property data; and     -   means for comparing the analyzed mechanical and chemical         property data to a known material standard;

The mechanical property data collection means provides, at 95% confidence level, data sufficient to determine ultimate yield strength and ultimate tensile strength at least within +/−10% of the known material standard. The chemical property data collection means provides, at an 85% confidence level, data sufficient to calculate a carbon percentage in a range of at least +/−25% and, at a 90% confidence level, a manganese percentage in a range of at least +/−20% of the known standard.

The system makes use of the following preferred method, with the size and number of test areas, number of readings, and the variances used to decide whether to keep or discard a reading or a run, are those found by the inventors to be the ones which reliably accomplish the system's intended purpose:

-   -   1. Selecting three test areas on the pipe, each 12 in×6 in.         (30.48 cm to 15.24 cm) and separated axially and         circumferentially from the other test areas.     -   2. Within each test area, polishing a portion of test area, 1½         in×2½ in. area (3.81 cm.×6.35 cm), within which a mechanical         properties assessment (“MPA” or “MPA Test”) and a chemical         analysis and carbon equivalency assessment (“CA/CE” or “CA/CE         Test”) takes place.     -   3. Within each polished area conducting an MPA Test in which a         predetermined number of mechanical property readings are         provided by a ball indenter, a minimum of five and a maximum of         ten readings. These readings make up a run at the respective MPA         Test location and provide yield strength/tensile strength         (“YS/TS”) averages.     -   4. Discarding a reading if the reading falls outside of a         predetermined variance, ±5% of the mean, and taking an         additional reading to replace it.     -   5. Producing a total of three MPA Test runs and discarding the         run with the greatest variance from the average of all three         runs.     -   6. Within each test area, selecting a CA/CE Test location         adjacent to the MPA Test location.     -   7. Within each of the three CA/CE Test locations, using an         optical emissions spectrometer (“OES”) to provide a         predetermined number readings for one or more chemical         properties, a minimum of 5 and a maximum of 10 readings. Each         reading records all of the elements listed in specification         API-5L Table 4. These readings make up a run at the respective         CA/CE Test location.     -   8. Discarding a reading if it falls outside of a predetermined         variance, ±10% of the mean for carbon, and taking an additional         reading to replace it.     -   9. Producing a total of three CA/CE runs and discarding the run         with the greatest variance from the average of all three runs.     -   10. The YS/TS average and the CA/CE average for carbon and         manganese are compared to a known material standard         specification to determine the pipe material grade.

The objectives of this invention are to positively identify the key material properties of a pipe while the pipe is in-situ and do so without degrading the integrity of the pipe in any way.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1A is process flow diagram of a preferred embodiment of the system and method of this invention. The flow diagram covers the mechanical properties assessment (“MPA” or “MPA Test”) portion of the system and method which includes a yield strength/tensile strength (“YS/TS Test”).

FIG. 1B is a process flow diagram which continues from FIG. 1A. The flow diagram covers the chemical analysis (“CA”) and carbon equivalency (“CE”) assessment portion of the system and method.

FIG. 2 is a graph showing the data collected during one reading of the YS/TS Test and having no errors in the data collection. Graphs that differ in appearance from this generally indicate some type of data collection problem.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

The system and method described here provide non-destructive material property values only available through destructive testing of a test specimen removed from the material in question and tested at an off-site laboratory. The term, non-destructive testing technique, as used in the context of this patent application means a testing technique that does not require cutting into and removing a portion of the pipe to obtain a test specimen of the pipe and one that is not detrimental to the integrity of the pipe.

The system and method, which apply to the pipe when in-service (i.e., on site, part of a pipeline, and in situ) and provide positive material identification (“PMI”) of the pipe, include a mechanical properties assessment (“MPA” or “MPA Test”) and a chemical analysis and carbon equivalency assessment (“CA/CE” or “CA/CE Test”). The MPA uses yield and tensile strength test (“YS/TS Test”) technology, preferably a mobile means for collecting yield and tensile strength data. The CA/CE assessment uses optical emissions spectrometry (“OES”) technology, preferably a mobile means for collecting constituent component data.

When the system and method are followed, the following accuracy tolerances are achieved:

Ultimate yield strength (“UYS”)+/−10% at a 95% confidence level

Ultimate tensile strength (“UTS”)+/−10% at a 95% confidence level

Carbon percentage (“C”)+/−25% at a 85% confidence level

Manganese percentage (“Mn”)+/−20% at a 90% confidence level

These tolerances were calculated by conducting a validation process using a third party testing laboratory as the standard. The system and method were applied and validated on over 30 samples and the results were compared to the test lab results. The UYS and UTS tolerances are relative to a value. The C and Mn tolerances are relative to a percentage (e.g., +/−25% of 0.25% C).

Prior to performing the method in the field, material sample reference standards should be provided to the field technicians or the system should be calibrated prior to use. The sample reference standards should be of a like material type, grade and wall thickness as expected to be encountered in the field and have a reasonable tolerance for unknown or unidentifiable materials.

Certain conditions can negatively affect the performance of the system and method or prevent it from being completed. These conditions include:

-   -   circumstances with the excavation or ditch preparation that         prevents the safe use of the equipment or poses a threat to the         field technician;     -   external corrosion that prevents an acceptable test area from         being located or corrosion that may alter the test results;     -   internal metal loss falling outside of API-5L tolerances;     -   ultimate yield strength falling outside the range recorded         specifications;     -   chemical analysis or CE that is outside the range of recorded         specifications; and     -   magnetic particle surface indications that might propagate, or         already have propagated, into surface cracks.

In a preferred embodiment of the system and method, an ultrasonic scan is performed to ensure each area or location identified for testing is free from laminations or severe internal pitting. Three test areas are selected, with each test area spaced axially and circumferentially from the other test areas. The YS/TS Test is then performed within each test area to determine yield and tensile strength. Chemical analysis and CE test (“CA/CE Test”) is then done within each test area to determine the chemical constituent makeup of the pipe (primarily C and Mn) and the respective percentages. Finally, each test area is magnetic particle inspected to ensure the integrity of the test surface. If the testing process has been found detrimental to the pipe in some way, such as but not limited to a surface-breaking crack, then the test is deemed to have been a destructive one rather than non-destructive.

At the start of the method, the pipe section to-be-tested may have to be excavated and exposed (if not already exposed or above ground). Any excavation should be done in such a way as to provide a safe working environment for test personnel when conducting the method.

Next, three test areas are selected. The reason for multiple test areas is that the pipe may have non-homogeneous areas, spots or locations and, therefore, no one area, spot or location may be an accurate representation of the overall pipe. Each potential test area preferably measures 12 in. (30.48 cm) long (axial direction) and 6 in. (15.24 cm) wide (circumferential direction) is selected. One or more of the three areas may have to change in size if pipe conditions or circumstances dictate a different sized test area. Ideally, the three test areas are separated from one another axially and circumferentially (e.g., one at the 12 o'clock position, one at the 9 or 10 o'clock position, and another at the 2 or 3 o'clock position). The areas can be adjacent to one another.

Because external pitting produces false readings to the YS/TS Test, the test area is visually inspected for corrosion. If corrosion is seen, operations and engineering should be notified so that corrective action, if required, can take place. Corrective action may include reducing the maximum operating pressure (“MOP”) and maximum allowable operating pressure (“MAOP”), repairing the pipe, or cutting out and replacing a section of the pipe (or the entire pipe) as necessary.

If the test area is free of corrosion, the pipe is scanned to determine whether its wall thickness falls within API-5L (Table 11) tolerance limits. A scanner suitable for this is an AUT Solutions (Fulshear, Tex.) B-scanner or its equivalent.

If the wall thickness falls below the API-5L tolerance limits—for example, because of an internal mill anomaly or metal loss—operations and engineering should be notified so that appropriate corrective action can be taken. Regardless, whenever an anomaly or metal loss is detected, the YS/TS Test should be performed at an area located at least 3 in. (7.62 cm) away from the anomaly or loss. If that is not possible, then another test area may need to be selected with the above steps repeated.

After the scan is completed, the test area should be verified free of laminations and internal pitting and not over a long-seam weld.

Next, because the pipe is typically coated and may have other surface imperfections, and because the CA/CE Test requires a bare metal surface, the surface of the test area should be prepared by polishing. This can be accomplished by an electric or pneumatic grinder using successively finer polishing media. The goal is to create a pit-free test area having a near-mirror like finish within each of the 12 in×6 in. (30.48 cm to 15.24 cm) test areas.

Typically, about a 3 ft. (0.914 m) long area of the coating is removed. Within each of the three 12 in×6 in. (30.48 cm×15.24 cm) test areas, a 2 in×3 in. (5.08 cm×7.62 cm) prep area is polished, with the final stages of polishing staying within an area of 1½ in×2½ in. (3.81 cm.×6.35 cm) so as to not go beyond the prep area and bring any loose material back into that area. Preferably, the final polishing stage is in an area even smaller, 1 in.×2 in (2.54 cm×5.08 cm).

Each run of the YS/TS Test is performed on the polished test area surface using a test device having a ball indenter, with the first run being done in the first 12 in×6 in. (30.48×15.24 cm) test area and the second and third runs being done in the other test areas, respectively. More specifically, each run is done within the small polished area within each test area described above. The same is true of the CA/CE Test and its runs described later on.

A test device suitable for this test is a Frontics (Seoul, KR) AIS 2100 non-destructive tensile property tester or its equivalent. Although this type of tensile testing is a non-destructive testing technique relative to the prior art method, it is not recognized under industrial codes such as SNT-TC-1A as being an actual non-destructive technique.

During the original calibration of the test device, or during any re-standardization or re-calibration of it, the analyzed calibration test data readings are required to be within +/−5% of the mean. The analysis is preferably done by way of a software-based algorithm of the load/depth cycles and of stress/strain and which makes use of known material property relationships. The tolerances for the actual field test EYS/ETS (elastic) results are specified to be within +/−10% of the actual test specimen's material properties. These tolerances should be understood and agreed upon prior to using the MPA method.

What has been found to be critical in obtaining tight tolerances is tight control over the testing conditions and processes. Sloppy surface preparation or sloppy test procedures (or both) can lead to highly variable and inaccurate results. Therefore, the system and method includes controls to ensure that accurate data is being collected.

The YS/TS test device measures and adjusts the load as necessary to achieve a final predetermined fixed depth (e.g., a fixed depth of 0.006 in. or 0.0152 cm) throughout the predetermined number of load/depth measurement cycles. For example, the load could be about 50 g (0.050 kg) of force. Once the last and final load is applied, the resulting stress/strain data is analyzed by software means (using known physical relationships) to determine the EYS and ETS of that location.

Referring to FIG. 1A, at least three test areas are selected (see step 9) and YS/TS Test location within each of the test areas is polished as described above (see step 11). At each test location, a predetermined number of readings—a minimum of five readings and a maximum of ten readings—are taken with the YS/TS test device (see step 13). In a preferred embodiment, each reading represents a data point and is collected by sequentially applying the load a predetermined number of times (e.g., preferably 15 times) to achieve a final predetermined depth (e.g., exactly 0.006 in. or 0.0152 cm). The five readings are averaged and any reading that is not within a predetermined variance, +/−5% of the mean, is discarded. Each set of five readings constitutes a run.

If a reading is discarded, a new reading is taken—e.g., by sequentially applying the load the predetermined number of times to achieve the final predetermined depth—and a new five-reading average is calculated. This process of reading, re-calculating the average, and discarding a reading (if necessary) continues until five readings have been obtained which are within +/−5% of the mean. However, if ten readings have been taken and there are still not at least five readings within +/−5% of the mean, then troubleshooting should be performed and, if necessary, the test device should be re-standardized or re-calibrated. Standardization or calibration should be done using a known API-5L specimen.

When troubleshooting is being performed (see step 15), comparing a graph of actual results with that of a normal or expected graph of results (see FIG. 2) can help pinpoint a problem. The ball indenter could be bad, loose, interfered with by contaminants, or experiencing uneven stress or external shock; there could be a communication error with the supporting computer hardware; or poor data collection methods may have been used. For example, the test device could have been located at a long-seam weld or a heat-affected zone of the pipe. Each of these problems tend to produce their own characteristic graph which will differ in appearance from that of FIG. 2.

Once a minimum of five readings are taken which are within +/−5% of the mean, the YS/TS test device should be moved to the next MPA test area to collect another set of five good readings (minimum) (see step 17). The process used to collect the five good readings is the same as that used in the first location. Once five good readings have been collected, the test device should be moved once again, this time to the third MPA test area or location.

After five good readings have been collected at the third location (i.e., the third run), the results are evaluated to identify the outlier run (see step 19). The outlier dataset or run is defined as the dataset with the greatest variance from the mean of the three runs or data sets. The outlier run is then removed and the remaining two runs are averaged to determine EYS and ETS and UYS and UTS (see step 21).

Next, the CA/CE Test is performed using OES technology. A device suitable for this test is an Oxford Instruments (Abingdon, Oxfordshire, UK) PMI-MASTER Pro mobile unit or ARC-MET 8000 alloy analyzer unit or their equivalent. Although OES technology is a non-destructive technique relative to the prior art method, it is not recognized under industrial codes such as SNT-TC-1A as being an actual non-destructive technique.

The CA/CE test device creates a spark or non-destructive burn which vaporizes material. Light is then passed through the material vapor emissions, and the material component concentrations—in particular, C and Mn—are measured and analyzed. Software means compare the material component concentrations with API-5L material component charts and specifications for various material grade requirements. For the pipe to qualify as a specific material grade, in this system and method five or more readings must comply with that specific material grade's specification (the API-5L dictates nine chemical constituents that must be within a given tolerance as listed in API-5L-Table 4 before grade match can be certified.)

Referring to FIG. 1B, three different CA/CE Test locations are selected, with each location corresponding to one of the MPA Test locations within the three polished test areas (see step 23). At each location, a predetermined number of readings—a minimum of five readings and a maximum of ten readings—is taken with the OES test device (see step 25). The readings should be taken adjacent to the indentation from the YS/TS Test in that area. The five readings are averaged and any reading that is not within +/−10% of the mean for carbon is discarded.

If a reading is discarded, a new reading is taken and a new five-reading average is calculated. This process of reading, re-calculating the average, and discarding a reading (if necessary) continues until five readings have been obtained which are within a predetermined variance of the mean for carbon, +/−10% of the mean for carbon. However, if after ten readings there are not at least five readings within +/−10% of the mean, then troubleshooting should be performed (see step 27) and the test device might have to be re-standardized or re-calibrated.

Standardization or calibration should be performed on a known API-5L test specimen or manufacturer-provided standardization block. During this process (or during the original calibration process), the analyzed calibration test data readings must properly identify the test specimen. If ten data readings are taken without a proper identification being made, then troubleshooting should be performed.

Troubleshooting includes, but is not limited to, checking for power to the test device and determining whether there is no arc or an improper arc. Note that if ten data points are taken without five readings being within +/−10% of the mean for carbon, and it has been verified that the data collection area is not at a long-seam weld nor at a heat affected zone, then the area is assumed non-homogenous and the test location should be relocated elsewhere on the same component (for example, but not limited to, joint, fitting, valve, flange).

If successful results have been obtained during the first location, then the CA/CE test device is moved to a second location (see step 29). The process used to collect five good readings at the second location is the same as that used in the first location. Once five good readings have been collected here, the test device should be moved once again, this time to a third location.

After the run at each location are completed (i.e., a minimum of five good readings collected at each of the three locations), the results are evaluated to identify the outlier run (see step 31).

The outlier data set or run is the dataset with the greatest variance from the mean of the three runs or data sets. This culling of the data set uses C, Mn, or both as the primary elements for determining the outlier dataset. The outlier run is then removed and the remaining two runs are averaged to determine the C and Mn contents of the pipe. The tolerances for the constituent percentages in this system and method are specified to be within +/−25% of C and within +/−20% of Mn of actual test specimen material properties. These tolerances should be understood and agreed upon prior to using the CA/CE Test method.

The EYS/ETS results from the MPA Test (see step 21) and the CA/CE results from the CA/CE Test (see step 33) are used to specify the material grade (see step 35). Indentations from the YS/TS Test should be removed by buffing those locations. Burns from the CA/CE Test can be removed buffing. Burn removal can be verified using a nital etch.

The polished test area now should be non-destructively tested for surface breaking anomalies using magnetic particle testing (see step 37). A device suitable for this is a B-300 Series hand-held AC yoke (Parker Research Corp., Clearwater, Fla.).

If the test results are acceptable, phased array ultrasonic testing should be performed to identify the long-seam weld type: electric resistance welded (“ERW”) or electric resistance lap welded (see step 39). A device suitable for this is an OmniScan MX2 ultrasonic flaw detector (Olympus Corp., Center Valley, Pa.) or its equivalent. If the results are not acceptable, phased array ultrasonic testing should be performed to size the depth of the indication (e.g., the depth of a surface-breaking crack) and operations and engineering should be notified so that appropriate corrective action can be taken.

The size and number of test areas, number of readings, and the variances used to decide whether to keep or discard a reading or a run, are those found by the inventors to be the ones which reliably accomplish the system's intended purpose. Tests conducted by the inventors have demonstrated that the system and method can positively identify pipe grades listed in Table 6 of API-5L from L390 up to X56. The system and method can be adapted for identifying pipe grade from L485 up to X70.

The preferred embodiments described above may not be all possible embodiments of the invention. The invention is defined by the following claims, and the claims include elements equivalent to those specifically recited in the claims. 

What is claimed:
 1. A method for in-situ non-destructive positive material identification of a pipe which is part of a pipeline, the method comprising: selecting a plurality of test areas on a surface of the pipe, each test area being separated axially, circumferentially, or both axially and circumferentially from other test areas of the plurality; polishing, using successively finer polishing media, the surface of the pipe within at least a portion of each test area selected; selecting a mechanical properties test location within the polished portion of each test area; collecting, using a tensile property tester including a ball indenter, a predetermined number of mechanical property data readings of the pipe at each mechanical properties test location selected on the pipe, the predetermined number of mechanical property data readings representing a mechanical property data collection run; calculating a yield strength and a tensile strength mean of the mechanical property data collection run; selecting a chemical properties test location within the polished area of each test area; collecting, using an optical emissions spectrometer, a predetermined number of chemical property data readings of the pipe at each chemical properties test location selected on the pipe, the predetermined number of chemical property data readings representing a chemical property data collection run; calculating a chemical element percentage mean of the chemical property data collection run; calculating an overall yield strength and tensile strength mean of the mechanical property data collection runs and of the chemical property data collection runs, each overall mean being calculated using at least two of its respective data collection runs; comparing each overall mean to a known API material standard; and identifying a material of the pipe based upon the comparing.
 2. A system for non-destructive, in situ, positive material identification of a pipe which is part of a pipeline, the system comprising: a grinder including successively finer polishing media for preparing a plurality of polished test areas on the surface of the pipe, each polished test area being separated axially, circumferentially, or both axially and circumferentially from other polished test areas of the plurality; a tensile property tester including a ball indenter for collecting mechanical property data of the pipe from a mechanical properties test location within at least one of the polished test areas on the surface of the pipe, the tensile property tester providing a predetermined number of readings for a mechanical property at the mechanical properties test location, the predetermined number of readings constituting a mechanical property data collection run and being used to calculate a yield strength and a tensile strength mean for the mechanical property data collection run; and an optical emission spectrometer for collecting chemical property data of the pipe from a chemical properties test location within at least one of the polished test areas on the surface of the pipe, the optical emission spectrometer providing a predetermined number of readings for a chemical property at the chemical properties test location, the predetermined number of readings constituting a chemical property data collection run and being used to calculate a chemical element percent mean for the chemical property data collection run; wherein an overall calculated yield strength and tensile strength mean for at least two of the mechanical property data collection runs and an overall calculated chemical element percent mean for at least two of the chemical property data collection runs is compared to a known API material standard; and wherein a material of the pipe is identified based upon the comparison.
 3. The method of claim 1, further comprising: buffing the polished portion of a test area to remove indentations made by the ball indenter, remove burns made by the optical emissions spectrometer, or to remove the indentations and the burns.
 4. The method of claim 1, further comprising: etching the polished portion of a test area to identify burn damage to the pipe as a result of the polishing, as a result of the optical emissions spectrometer, or as a result of the polishing and the optical emissions spectrometer.
 5. The method of claim 1, further comprising: using a magnetic particle tester on the pipe within the polished portion of at least one test area to determine a presence of a surface-breaking anomaly on the pipe.
 6. The method of claim 5, further comprising: performing phased-array ultrasonic testing to determine a depth of the surface-breaking anomaly.
 7. The method of claim 1, further comprising: performing an inspection to identify a weld seam type.
 8. The method of claim 7, the inspection further comprising: using an ultrasonic flaw detector within the polished portion of a test area to identify the weld seam type.
 9. The method of claim 1, at least one chemical properties test location being located adjacent to a respective mechanical properties test location.
 10. The method of claim 1, further comprising: discarding any reading falling outside a predetermined variance from a calculated mean of a respective mechanical or chemical property data collection run.
 11. The method of claim 10, wherein the predetermined variance is ±5% from the calculated mean.
 12. The method of claim 10, wherein the predetermined variance is ±10% from the calculated mean.
 13. The method of claim 10, wherein an additional reading replaces the discarded reading.
 14. The method of claim 1, wherein the method provides, at a 95% confidence level, mechanical property data sufficient to determine ultimate yield strength and ultimate tensile strength at least within +/−10% of the known API material standard.
 15. The method of claim 1, wherein method provides, at an 85% confidence level, chemical property data sufficient to calculate a carbon percentage in a range of at least +/−25% to the known API material standard.
 16. The method of claim 1, wherein the method provides, at a 90% confidence level, chemical property data sufficient to calculate a manganese percentage in a range of at least +/−20% to the known API material standard.
 17. The method of claim 1, wherein the predetermined number of readings for the mechanical and chemical property data collection runs is a minimum of five readings and a maximum of ten readings.
 18. A method for in-situ non-destructive positive material identification of a pipe which is part of a pipeline, the method comprising: selecting a plurality of test areas on a surface of the pipe, each test area being spaced from other test areas of the plurality; polishing, using successively finer polishing media, the surface of the pipe within at least a portion of each test area selected; selecting a mechanical properties test location within the polished portion of each test area; collecting, using a tensile property tester including a ball indenter, a predetermined number of mechanical property data readings of the pipe at each mechanical properties test location selected on the pipe the predetermined number of mechanical property data readings representing a mechanical property data collection run and used to calculate a yield strength and a tensile strength mean of the mechanical properties test location; selecting a chemical properties test location within the polished area of each test area; collecting, using an optical emissions spectrometer, a predetermined number of chemical property data readings of the pipe at each chemical properties test location selected on the pipe, the predetermined number of chemical property data readings representing a chemical property data collection run and used to calculate a chemical element percentage mean of the chemical properties test location; routing the collected mechanical and chemical property data readings for analysis.
 19. The method of claim 18, further comprising: restoring the surface of the pipe within the polished portion of a test area by buffing, the buffing removing any indentations made on the pipe by the ball indenter, burns made on the pipe by the optical emissions spectrometer, or the indentations and the burns.
 20. The method of claim 18 further comprising: etching the surface of the pipe within the polished portion of the test area, the etching identifying any burns on the pipe caused by the polishing, the optical emissions spectrometer, or the polishing and the optical emissions spectrometer.
 21. The method of claim 18, further comprising: calculating the yield strength and the tensile strength mean of each mechanical property data collection run; calculating the chemical element percentage mean of each chemical property data collection run; and calculating an overall yield strength and tensile strength mean of the mechanical property data collection runs and an overall chemical element percentage mean of the chemical property data collection runs, each overall mean being calculated using at least two of its respective data collection runs.
 22. The method of claim 21, further comprising: comparing each calculated overall mean to a known API material standard; and identifying a material of the pipe based upon the comparing.
 23. The method of claim 18, wherein the chemical element percentage mean is at least one of a carbon percentage mean and a manganese percentage mean. 